DIME - Test Summary

Summary for Test 2023-10-03-79-1

Test performed: CTM 523-May 2020

Project Identifiers	Project ID: 215348 DEA: 060U4204 EFIS: 0616000004
DIST-CO-RTE-PM	06-FRE-99-R4.9/11.6
Award Date	02/25/2021
Closeout Date	Not set
Work Description	CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location Description	FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
QA Service Level	1 (Verified on 12/07/2020)

Sample Taken Date	10/03/2023	Sample Unique Key	79
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	10/05/2023
Sample type	Department Acceptance	A brief description of the sample	Aceptance
The quantity of what the sample constitutes	Per 1000 CY	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Noha	Last name of sampler or witnessed by	Hunt
Title of sampler	Consultant	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Security Paving batch plant	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	G3-22-PCC-291
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	000
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Concrete from wheelbarrow	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-10-03-79

DIME Test ID: 2023-10-03-79-1

Testing Lab: CT D06 - Millbrook Field Laboratory

Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete

Test Release Date: 2023-11-01

Number of specimens: 3

Unit system used?: US Units

Does the testing machine measure load or stress on the beam specimen?: Load

Fracture initiates in the tension surface: Within the Middle Third of the Span Length

Is a beam dimensional correction factor used?: No

Input Type: Measured

Tester's full name: Gurjeet Litt

Date of test: 10/31/2023

Identification number: set # 2

Width of specimen: 6.05 inch

Width of specimen 2: 6.05 inch

Width of specimen 3: 6.00 inch

Depth of specimen: 6.10 inch

Depth of specimen 2: 6.00 inch

Depth of specimen 3: 6.00 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 7600 lb

Maximum load applied 2: 7800 lb

Maximum load applied 3: 7600 lb

Curing history and apparent moisture condition of the specimen: Moist Condition

If specimen was capped, ground or if leather shims were used: Leather shims

Defects in specimen: None

Age of specimen: 28 days

Age of specimen in hours: 0 hours

Modulus of rupture: 610 psi

Modulus of rupture 2: 645 psi

Modulus of rupture 3: 635 psi

Modulus of rupture average: 630 psi

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/1/2023 ✔